Buckling resistance of steel tubular columns filled by high-strength concrete

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU96931" target="_blank" >RIV/00216305:26110/12:PU96931 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Buckling resistance of steel tubular columns filled by high-strength concrete
Original language description
This paper deals with research programme focused on behaviour of steel tubular columns filled by high-strength concrete. The research has been carried out in order to investigate the effect of the concrete strength and the yield stress of the steel tubeon the buckling resistance. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. Experimental analysis is discussed and results of experimental analysisand corresponding numerical model are presented. In conclusion the behaviour of tubular columns filled by concrete is compared based on the results of experimental analysis. The behaviour of columns without concrete is included into comparison.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
S - Specificky vyzkum na vysokych skolach

Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology
ISBN
978-1-61804-071-8
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
172-177
Publisher name
WSEAS Press
Place of publication
Cambridge, U.K.
Event location
Cambridge
Event date
Feb 25, 2012
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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